New reinforcing method for improving the bearing capacity of breakwater foundation against earthquake and tsunami

Babloo Chaudhary, Hemanta Hazarika, Naoya Monji, Kengo Nishimurai, Ryohei Ishikura, Kiyonobu Kasama

研究成果: 会議への寄与タイプ学会誌査読

2 被引用数 (Scopus)

抄録

This paper deals with development of an effective reinforcement technology for breakwater foundation which provides resiliency to breakwater against earthquake. The technique involves use of steel sheet piles and gabion type mound (gravel wrapped up in steel wired mesh) in the foundation of breakwater as a reinforcing measure, which is effective in preventing subsidence and horizontal displacement of breakwater. A series of shaking table test were performed to evaluate the effectiveness of the developed technique under earthquake loadings. The results of this study reveal the advantages of resilient breakwater in reducing the damage to breakwater foundation brought by destructive earthquake.

本文言語英語
ページ1273-1278
ページ数6
DOI
出版ステータス出版済み - 1月 1 2015
イベント15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, 日本
継続期間: 11月 9 201511月 13 2015

その他

その他15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
国/地域日本
CityFukuoka, Kyushu
Period11/9/1511/13/15

!!!All Science Journal Classification (ASJC) codes

  • 地盤工学および土木地質学
  • 土壌科学

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